HomeMy WebLinkAboutLimerock Bearing RatioA.- JERSEN ANDRE CONSULT..-,G ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax: 772-807-9192
M. www.aaceinc.com
LIMEROCK BEARING RATIO (FM 5-515)
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. REPORT NO: 4
CC:
200
10
125
110
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Moisture Content (% of Dry Weight)
SAMPLE NO: 1769 SAMPLE LOCATION: Composite Sample, South Side
DESCRIPTION: Gray to brown fine sand with clay and shell fragments
PROPOSED USE: Stab. Subgrade DATE SAMPLED: 05/20/15 BY: SM
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
i A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OFCLIENTS AND AUTHORIZATIC
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
A,--;)ERSEN ANDRE CONSULZ ..:'G ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
LIMEROCK BEARING RATIO (FM 5-515)
PROJECT: Crosstown Pkwy Mitigation Plan.Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. REPORT NO: 6
CC:
200
1(
12,1
Optimum Moisture Content (%): 10.1
Maximum Dry Density (Ib/ft): 116.2
110
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Moisture Content (% of Dry Weight)
SAMPLE NO: 1784 SAMPLE LOCATION: Imported Stockpile, Composite Sample
DESCRIPTION: Brown to tan fine sand with clay, rock and shell fragments
PROPOSED USE: Stab. Subgrade DATE SAMPLED: 07/13/15 BY: RL
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
i A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ANDAUTHORIZATIC
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
k_:-,JERSEN ANDRE CONSUL�r.-.:G ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
LIMEROCK BEARING RATIO (FM 5-515)
PROJECT: Crosstown Pkwy Mitigation. Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. REPORT NO: 7
CC:
200
LBR Value: 66
c
100
t�
w
d
c
d
a
c
0
�a
00
J
10 LL
125
Optimum Moisture Content (%): 9.2
Maximum Dry Density (Ib/ft): 117.7
120
t
c 115
110
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Moisture Content (% of Dry Weight)
SAMPLE NO: 1795 SAMPLE LOCATION: Imported Stockpile, Entrance Driveway
DESCRIPTION: Brown fine sand with shell fragments
PROPOSED USE: Stab. Subgrade DATE SAMPLED: 08/05/15 BY: AS
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
i A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS ARID AUTHORIZATIC
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN WPROVAL.
A,._AERSEN ANDRE CONS U1-1,11G ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
LIMEROCK BEARING RATIO (FM 5-515)
PROJECT: Crosstown Pkwy Mitigation Plan Projects FILE NO: 14-181
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc. REPORT NO: 8
CC:
200
11
1Z
Optimum Moisture Content (%): 9
Maximum Dry Density (Ib/ft): 113.1
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Moisture Content (% of Dry Weight)
SAMPLE NO: 1796 SAMPLE LOCATION: Imported Stockpile, North Parking Lot
DESCRIPTION: Brown fine sand with shell fragments
PROPOSED USE: Stab. Subgrade DATE SAMPLED: 08/05/15 BY: AS
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
i A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATIC
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
AN'_ `RSEN ANDRE CONSUL'_ _.,4G ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
MOISTURE -DENSITY RELATIONSHIPS
PROJECT: Crosstown Pkwy Mitigation Plan Projects
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc.
CC:
FILE NO: 14-181
REPORT NO: 3
PERMIT NO: 1403-0094
125
SUMMARY CF TEST RESULTS
TEST METHOD:
ASTM D-698 _ ASTM D-1557
(STANDARD) (MODIFIED)
F= 120
O
O
LL'
m
v 115
Lu
C-
N
110
MAXIMUMDRYDENSTY
Ibslft
( ):
1021
OPTIMUM WATER
CONTENT (%):
11.9
VN
REMARKS
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL TO:
O
EL
2.65
2.70
m
2.75
C7
lL 105
I--
Z
0 100
95
0 5 10 15 20 25 30 35
MOISTURE CONTENT (PERCENT OF DRY WEIGHT)
SAMPLE NO: 1734
SAMPLE LOCATION: Sidewalk and Footing Subgrade
DESCRIPTION: Gray fine sand
DATE SAMPLED: 4/7/15 BY: SM
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
AN1_, 7RSEN ANDRE CONSUL,I MG ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
MOISTURE -DENSITY RELATIONSHIPS
PROJECT: Crosstown Pkwy Mitigation Plan Projects
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc.
CC:
FILE NO: 14-181
REPORT NO: 4
PERMIT NO: 1403-0094
125
120
OO
LL
pp
U 115
W
a
N
f�
Z 110
SUMMARY OF TESTRESULTS
TEST METHOD:
I— ASTM D-698 W ASTM D-1557
(STANDARD) (MODIFIED)
MAXIMUM DRYDENSTY
(lbs(ft):LL
109.4
OPTIMUM \RATER
CONTENT( 6):
10.8
REMARKS
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY EQUAL TO:
O
2.65
a
2.70
2.75
w 105
H
Z
100
95
0 5 10 15 20 25 30 35
MOISTURE CONTENT (PERCENT OF DRY WEIGHT)
SAMPLE NO: 1736 SAMPLE LOCATION: Imported Stockpile, Composite Sample
DESCRIPTION: Light brown fine sand with rock fragments
DATE SAMPLED: 4/12/15 BY: SM
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
ANC _RSEN ANDRE CONSUL .NG ENGINEERS, INC.
573 SW Biltmore Street
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aaceinc.com
MOISTURE -DENSITY RELATIONSHIPS
PROJECT: Crosstown Pkwy Mitigation Plan Projects
Savannas State Preserve Education Center
REPORTED TO: CAPTEC Engineering, Inc.
CC:
FILE NO: 14-181
REPORT NO: 14
PERMIT NO: 1403-0094
..
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•_
SUMMARY CF TEST RESULTS
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SAMPLE NO: 1828 SAMPLE LOCATION: Sidewalk subgrade, natural ground 0 to -12"
DESCRIPTION: Dark brown fine sand with traces of shell fragments
DATE SAMPLED: 9/8/15 BY: SM
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.